JPS5937351Y2 - Perfect circle holder for pipes - Google Patents

Perfect circle holder for pipes

Info

Publication number
JPS5937351Y2
JPS5937351Y2 JP7449181U JP7449181U JPS5937351Y2 JP S5937351 Y2 JPS5937351 Y2 JP S5937351Y2 JP 7449181 U JP7449181 U JP 7449181U JP 7449181 U JP7449181 U JP 7449181U JP S5937351 Y2 JPS5937351 Y2 JP S5937351Y2
Authority
JP
Japan
Prior art keywords
ring
pipes
straightening
pipe
perfect circle
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP7449181U
Other languages
Japanese (ja)
Other versions
JPS57189692U (en
Inventor
利雄 上矢
将憲 高橋
武文 小「ぐら」
久人 鈴木
陽一 百済
Original Assignee
日本鋼管株式会社
日本鋼管工事株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 日本鋼管株式会社, 日本鋼管工事株式会社 filed Critical 日本鋼管株式会社
Priority to JP7449181U priority Critical patent/JPS5937351Y2/en
Publication of JPS57189692U publication Critical patent/JPS57189692U/ja
Application granted granted Critical
Publication of JPS5937351Y2 publication Critical patent/JPS5937351Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 この考案は、大径薄肉鋼管を溶接継手で接続する際に使
用する管の真円保持具に関する。
[Detailed Description of the Invention] This invention relates to a round holder for pipes used when connecting large-diameter thin-walled steel pipes with welded joints.

従来、送水用の埋設鋼管では、第1図に示すように、鋼
管1の管径2が増すにつれて、管厚3が厚くなるように
構成しく管径管厚比が100〜150)ているので、比
較的雑な理戻し作業を行なっても管体の変形がち1り見
られず、溶接等の現地作業の妨げにならなかったが、管
径の増大にしたがって制限なく管厚を厚くすることは実
際上は困難であるから、大径になるに従って第2図に示
すように、管外周にリブ4を付設して剛性を増した補剤
鋼管5を使用しているけれども、この鋼管は価格が高く
て望1しくない。
Conventionally, buried steel pipes for water conveyance are constructed so that as the pipe diameter 2 of the steel pipe 1 increases, the pipe thickness 3 becomes thicker, and the pipe diameter/thickness ratio is 100 to 150). Even after relatively rough repair work, there was no noticeable deformation of the pipe body, and it did not interfere with on-site work such as welding.However, as the pipe diameter increases, the pipe thickness can be increased without limit. Since this is difficult in practice, as the diameter increases, a supplementary steel pipe 5 is used, which has ribs 4 attached to the outer periphery of the pipe to increase its rigidity, as shown in Fig. 2, but this steel pipe is expensive. is high and undesirable.

近年、埋戻し等の土木作業を入念に留意して施工すれば
、該埋設管周囲の土砂を一つの構造物と考えることによ
り管厚をある程度薄くできるということが理論的に解明
されてきており、その理論にもとすく施工例も見られる
ようになってきている。
In recent years, it has been theoretically discovered that if civil engineering work such as backfilling is carried out with careful consideration, it is possible to reduce the thickness of the pipe to a certain extent by considering the earth and sand around the buried pipe as a single structure. , We are beginning to see examples of construction based on this theory.

しかし、大径鋼管の薄肉のものは、その管体の自重のた
めに大きく撓むため、現地における溶接作業の際に棒ジ
ヤツキで管内から真円に矯正保持しているが、この方法
では棒ジヤツキの接点部が異常に凸状に突出し、また棒
ジヤツキの転倒を防止する必要があるなどの欠点がある
However, thin-walled large-diameter steel pipes bend significantly due to their own weight, so during on-site welding work, they are held straight and perfectly round from inside the pipe using rod jacks; There are drawbacks such as the contact part of the jack protruding in an abnormally convex shape and the need to prevent the jack from tipping over.

この欠点を解決するためにつぎに述べる方法が試みられ
た。
In order to solve this drawback, the following method was attempted.

すなわち、第8aおよび8b図において、H形鋼を管体
1の外径に合わせて曲げ加工した四分割状の外周矯正リ
ング8を夫々前記管体に載置し、その上面に管体7に足
部9を溶着した2字状馬10の頂内面11を係合させ、
前記両保合面間にくさび状矢12を打ち込むことで管体
撓みを強制的に矯正しようとするものである。
That is, in FIGS. 8a and 8b, a quarter-shaped outer circumference straightening ring 8 made by bending H-beam steel according to the outer diameter of the tube body 1 is placed on the tube body, and the tube body 7 is placed on the upper surface thereof. Engaging the top surface 11 of the double-shaped horse 10 to which the foot portion 9 is welded,
By driving a wedge-shaped arrow 12 between the two retaining surfaces, the deflection of the tubular body is forcibly corrected.

前記矯正リングは管体管口13から100〜300rr
rInのところに設置している。
The correction ring is 100 to 300rr from the pipe port 13.
It is installed at rIn.

この方法は、馬10を管体7に仮溶接付けする必要があ
り、その溶接および事後の撤去作業が煩雑であるととも
に、前記周転よび矢を数多く必要とするのでその打ち込
み作業に多大の工数が費やされるなどの欠点がある上に
、真円に矯正後に、溶接ないし配管据付けのために該管
体をクレーンで吊上し、捷たは横方向に振ったりしてい
るうちに、前記馬の接続部が破断し、また矢が脱落した
りして矯正リングが動くことによって撓みが生じ、ある
いは脱落した矢12が飛散して近傍の作業員に危害を加
えるなどの問題があった。
In this method, it is necessary to temporarily weld the horse 10 to the tube body 7, and the welding and subsequent removal work is complicated, and the driving work requires a large number of man-hours because it requires a large number of rotations and arrows. In addition, after straightening the pipe body to a perfect circle, it is hoisted up by a crane for welding or piping installation, and while being twisted or shaken laterally, the horse There have been problems such as the arrows 12 breaking, the arrows falling off and the straightening ring moving, causing deflection, or the arrows 12 falling off scattering and causing harm to nearby workers.

また、接続する両管体7の開先部14に、第9aおよび
9b図において、裏当金15を配設するには、従来、前
述した外周矯正リングによる方法と同様に、管体7の周
側に2字状馬10の足部9を仮溶接付けをしてから、前
記裏当金との間に矢12を打ち込みながら、該裏当金と
管体間の間隔をなくして仮溶接付けを施した後に、前記
馬を管体から撤去することで行なっているが、この撤去
跡は傷として残るので手直し作業を加える必要があり、
原価上昇の原因となっている。
In addition, in order to arrange the backing metal 15 in the groove portion 14 of both the pipe bodies 7 to be connected, as shown in FIGS. After temporarily welding the leg part 9 of the two-shaped horse 10 to the circumferential side, while driving the arrow 12 between the backing metal and the tube body, temporary welding is performed while eliminating the gap between the backing metal and the tube body. This is done by removing the horse from the pipe body after applying the attachment, but the marks of this removal remain as scratches, so it is necessary to add touch-up work.
This is the cause of rising costs.

この考案は、このような現状からなされたものであって
、つぎに図面によってその実施例につき説明すれば、第
3.4,5.6および7図において、接続管体外径16
に整合させて円弧曲げ加工をそのウェブ面内方向に加え
たH形鋼からなる三分割リングによって外周矯正リング
11を形成し、前記矯正リング各々を締結するために接
続金具18を用いるもので、前記矯正リングの三分割点
は、0度、120度および240度の等分点にとっても
、また管径および作業場所の現地状況に応じて他の分割
点を選択しておいてもよい。
This invention was made in view of the current situation, and the embodiments thereof will now be explained with reference to the drawings.
The outer circumferential correction ring 11 is formed by a three-part ring made of H-beam steel that has been subjected to circular arc bending in the in-plane direction of its web in alignment with the above, and connecting fittings 18 are used to fasten each of the correction rings. The three dividing points of the correction ring may be equally divided into 0 degrees, 120 degrees, and 240 degrees, or other dividing points may be selected depending on the pipe diameter and the local situation of the work place.

各分割リングのウェブ部19には両端にて各々接続ボル
ト穴20,20’ 、30,30’ 、40.40
’を穿設してあり、前記大番号は説明の便宜から、隣接
リングの相隣接端における穴20に対して20’ 、
30に対して30’、40に対して40′と対応するよ
うに付番しである。
The web portion 19 of each split ring has connecting bolt holes 20, 20', 30, 30', 40, 40, respectively at both ends.
For convenience of explanation, the large number is 20' for the hole 20 at the adjacent end of the adjacent ring.
They are numbered so that 30 corresponds to 30' and 40 corresponds to 40'.

寸た各リングのウェブ部の中間には中間穴21を多数穿
孔する。
A large number of intermediate holes 21 are bored in the middle of the web portion of each ring.

接続金具18は、前記側壁高さにほぼ同幅の板状からな
り、その両端に前記矯正リング接続ボルト穴と同径で、
かつ穴20および20′等に整合してボルト等で締結自
在に接続穴22および22′を穿設している。
The connecting fitting 18 has a plate shape having a width approximately equal to the height of the side wall, and has holes at both ends thereof having the same diameter as the straightening ring connecting bolt hole.
In addition, connection holes 22 and 22' are formed in alignment with the holes 20 and 20', etc., and can be freely fastened with bolts or the like.

い1、この考案に係る外周矯正リング17トよび接続金
具18からなる真円保持具の使用について詳述すれば、
捷ず該矯正リングの二つの分割点を接続穴において予め
作業員の手作業によって接続金具18むよびボルトで締
結し、残った分割点の両矯正リング間に前記中間穴にス
トレートシャックル等を嵌入して連結させた公知の固締
機械(図示していない)を配設し、該固締機械を操作し
て前記矯正リングを引き付けてのち接続穴にて金具によ
り緊締すれば、撓み状態にある管体管口は前記矯正リン
グ全体が構成する内径に応じて真円にさせられることに
なる。
1. The use of the perfect circle holder consisting of the outer periphery correction ring 17 and the connecting fitting 18 according to this invention will be described in detail.
Without unscrewing, the two dividing points of the correction ring are connected in advance in the connection hole by the connecting fitting 18 and bolts manually by an operator, and a straight shackle or the like is inserted into the intermediate hole between the two correction rings at the remaining dividing point. A known tightening machine (not shown) connected to the straightening ring is provided, and the tightening machine is operated to attract the straightening ring, and then the straightening ring is tightened with a metal fitting in the connecting hole, so that the straightening ring is in a deflected state. The tube mouth is made perfectly circular according to the inner diameter of the entire straightening ring.

また、同じくこの考案に係る真円保持具による管体開先
部の裏当金の設置について述べると、第10aおよび1
0b図にむいて、開先部14の裏側を挾んで矯正リング
17を配置してその側壁の中間穴21に支持棒23を貫
設させてから、前記開先部裏側に裏当金15を捲設して
前記支持棒と裏当合間にくさび状矢12を打ち込み、前
記管体と裏当金との間隙のある場所には多くの前記矢を
打ち込むことで接面させ、このようにして全周に間隙を
無くしてから前記裏当金を仮付溶接する。
Also, regarding the installation of the backing metal of the pipe groove part using the perfect circle holder according to this invention, Nos. 10a and 1
0b, the straightening ring 17 is placed between the back side of the groove part 14, and the support rod 23 is inserted through the intermediate hole 21 in the side wall of the straightening ring 17, and then the backing metal 15 is placed on the back side of the groove part. Wedge-shaped arrows 12 are driven between the support rod and the backing metal by rolling it up, and many of the arrows are driven into the gap between the tube body and the backing metal to make them come into contact with each other. After eliminating gaps around the entire circumference, the backing metal is tack welded.

従って従来のように多数の馬を仮付けする必要がなくな
るので極めて能率的である上に、原価低減に資すること
太きい。
Therefore, unlike the conventional method, there is no need to temporarily attach a large number of horses, which is extremely efficient, and also greatly contributes to cost reduction.

上述したように、この考案によれば、真円保持のための
多数の2字状馬の仮溶接付けおよび撤去作業が不要とな
るほか、くさび状矢を打ち込んで矯正力を与える手作業
も全く必要としなくなる上に、前記矢が飛散して危害を
力げえる危険作業環境の改善が実現でき、矯正作業を極
めて短時間、かつ安全に行なうことができ、さらに裏当
金の装着に利用すれば、前述と同様にZ字状馬を必要と
しないで能率的であるなど、この考案の産業上ノ利用価
値に大きいものがある。
As mentioned above, this invention eliminates the need for temporarily welding and removing a large number of double-shaped horses to maintain a perfect circle, and also eliminates the manual work of driving wedge-shaped arrows to apply correction force. In addition to eliminating the need for arrows, it is possible to improve the dangerous work environment where the arrows can scatter and cause harm, and correction work can be carried out extremely quickly and safely. For example, as mentioned above, this invention has great industrial utility value, such as being efficient without requiring a Z-shaped horse.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は埋設鋼管例を示す斜視図、第2図はリブを付設
した補剛鋼管例を示す斜視図、第3図はこの考案の実施
例に係る外周矯正リングの平面図、第4図は前図の部分
拡大平面図、第5図は前図のA−A切断面図、第6図は
同じく接続金具の平面図、第7図は前図のB−B切断面
図、第8a図は従来の外周矯正リングの装着を示す部分
拡大斜視平面図、第8b図は同じく正面図、第9a図は
従来の裏当金の装着を示す部分拡大斜視図、第9b図は
前図のC−C切断面図、第10a図はこの考案に係る矯
正リングを裏当金の装着に適用した状態を示す斜視図、
第10b図は前回のD−D切断面図である。 7・・・管体、10・・・2字状馬、12・・・くさび
状矢、17・・・外周矯正リング、18・・・接続金具
Fig. 1 is a perspective view showing an example of a buried steel pipe, Fig. 2 is a perspective view showing an example of a stiffening steel pipe with ribs, Fig. 3 is a plan view of an outer periphery straightening ring according to an embodiment of this invention, and Fig. 4 5 is a partially enlarged plan view of the previous figure, FIG. 5 is a cross-sectional view taken along line A-A of the previous figure, FIG. 6 is a plan view of the connecting fitting, and FIG. The figure is a partially enlarged perspective plan view showing the attachment of a conventional outer periphery correction ring, FIG. 8b is a front view, FIG. 9a is a partially enlarged perspective view showing the attachment of a conventional backing metal, and FIG. 10a is a perspective view showing a state in which the correction ring according to the invention is applied to the mounting of a backing metal;
FIG. 10b is a previous sectional view taken along line DD. 7... Tube body, 10... Two-figure horse, 12... Wedge-shaped arrow, 17... Outer circumference correction ring, 18... Connection fitting.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 大径薄肉鋼管を溶接継手で接続する場合に接続管端部の
外周に嵌めて締め付けることにより接続管端同士の真円
度を保持する管の真円保持具において、前記鋼管の外径
に合わせてH形鋼をそのウェブ面内に円弧曲げしてなる
三分割リングの矯正リングからなり、各分割リングは互
いの端部同士の連結締付を接続金具によって固締機械に
より果すためのボルト穴を両端のウェブ部に有すると共
に、矯正リングが溶接継手部を間にして一対向い合った
ときに両リング間に溶接継手部に密着される溶接裏当金
を押えるたみの支持棒を渡せるように各分割リングのH
形鋼ウェブ部には前記両端のボルト穴のほかに中間穴が
複数穿設されていることを特徴とする管の真円保持具。
When connecting large-diameter, thin-walled steel pipes with welded joints, the roundness holder is fitted onto the outer periphery of the ends of the connecting pipes and tightened to maintain the roundness of the ends of the connecting pipes. The straightening ring consists of a three-part ring made by bending an H-shaped steel in an arc in its web plane, and each split ring has bolt holes for connecting and tightening the ends of each other by a tightening machine using a connecting fitting. on the web portions at both ends, and when a pair of straightening rings face each other with the welded joint in between, a support rod can be passed between both rings to hold down the welding backing metal that is in close contact with the welded joint. H of each split ring
A perfect circle holder for a tube, characterized in that the shaped steel web portion has a plurality of intermediate holes in addition to the bolt holes at both ends.
JP7449181U 1981-05-25 1981-05-25 Perfect circle holder for pipes Expired JPS5937351Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7449181U JPS5937351Y2 (en) 1981-05-25 1981-05-25 Perfect circle holder for pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7449181U JPS5937351Y2 (en) 1981-05-25 1981-05-25 Perfect circle holder for pipes

Publications (2)

Publication Number Publication Date
JPS57189692U JPS57189692U (en) 1982-12-01
JPS5937351Y2 true JPS5937351Y2 (en) 1984-10-16

Family

ID=29870260

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7449181U Expired JPS5937351Y2 (en) 1981-05-25 1981-05-25 Perfect circle holder for pipes

Country Status (1)

Country Link
JP (1) JPS5937351Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017080798A (en) * 2015-10-30 2017-05-18 株式会社横山基礎工事 Steel pipe correction method, steel pipe joining method, and shape holding tool

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017080798A (en) * 2015-10-30 2017-05-18 株式会社横山基礎工事 Steel pipe correction method, steel pipe joining method, and shape holding tool

Also Published As

Publication number Publication date
JPS57189692U (en) 1982-12-01

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